PO$2$:

Using AISC Manual tables, verify the strength of an HSS $8\mathrm{.}625\backslash$times $0\mathrm{.}625$ beam for uniform dead and

live loads as shown in Figure. Limit the live load deflection to L$/240.$ The beam is simply supported

and continuously braced. The HSS is ASTM A$500$ Grade C material.

$w_D=0\mathrm{.}2$kip$\frac{s}{f}t$

$w_L=0\mathrm{.}51$kip$\frac{s}{f}t$

$L={24}^{\text{'}}-0^{\text{'}\text{'}}$